Quotation Are Invited For Refurbishment Of Existing Chlorine Dioxide Clo2 Container With New Grpsandwich Panel Container With Steel Structure And Acid Proof Flooring At MStation Blending Plant Contact MrStandard Terms Conditions1 Prices Should Be Ddp Delivery Duty Paid At Dewa Stores 2 Quotation To Be Submitted Only In Local Currency U A E Dirhams3 Dewa Standard Payment Terms Is 30 Days Credit From The Date Of Acceptance Of Material4 No Dewa Staff Or His Or Her Relatives Up To Third Degree Should Have Ownership Or Partnership In Your Company And Your Participation In Dewa Tenders Rfqs Should Not Constitute A Conflict Or Perceived Conflict Of Interest Refurbishment Of Chlorine Dioxide Clo2 Container With Grp Container Thermal Insulation Sandwiched Panel With Steel Structural Ere Ction Works Rcc Foundation And Acid Proof Tiles For Portale Water System At M Station Desalination Plant Contractor Shall Condu Ct Site Visit To Take Actual Measurements And Study The System Installations Inside The Existing Container Total Time For Completing G The Entire Works Shall E 7 Days Civil Foundation Level And Compact The Surface And Lay Road Ase To Compacted Thickness 200Mm 50 Mm Thick Src Grade C20 Pcc Concrete Shall E Done Aove 1000 Gauge Polythene Sheet To Get A Hard Surface Apply Two Coats Itumen Paint Over Pcc For Waterproofing Steel Reinforcement Shall E Placed In Position According To Plan Specification And DewaEngineers Ins Traction Formwork Shall E Placed To The Required Concreting Area Including All Necessary Supports Rcc Foundation And Floor Shall E Cast With Src Grade C40 Concrete Adequate Curing Is Essential Either With A Product From The Masterkure Range And Or Y Covering The Work With A Properly Secured Wet Cloth Or Sacking And Plastic Sheet Grouting Preparation Of The Concrete Surface To Which The Grout Will Ond Shall E Carried Out Efore The Ase Plate Is Placed A Rough Surface Shall E Prepare On The Concrete Using Chipping Ham Mer The Underside Of The Ase Plate Should E Free Of Rust Oil Or Grease Place The Ase Plate And Formwork With Proper Line And Leve L Minimum Gap Of 25Mm Etween The Aseplate And Foundation Shall E Maintained PlacingOf The Grout Should Start From One End And Gra Dually Moving Down The Long Side Of The Pour To Avoid The Voids Give Enough Time For The Initial Setting Of The Grouting Acid Pro Of Tiles Arricading The Area With Safety Cone And Warning Tape To Restrict Movements Of Workers And Materials Concrete Floor To E F Ree From Oil Grease And Other Impurities Acid Etching And Water Jetting Loose Particles And Laitance To E Remove Y Vacuum Cleanin G Wash The Surface With Water Jetting Applying Tiles As Per The Instruction Of Engineer Approval Structural Steel Work Contain Er Lamination Structural Steel Shall E Hot Rolled Section Of Grade 43A In Accordance With S 4360 Or Equivalent Standard Grp Containe R Panel Cladding Supply And InstallationTools Out On Completion Of The Jo F In Case Any Equipment Material Requires To E Taken To Contractor S Facility For Maintenance Works Scope Of Transportation Of The Same Solely Remains Under The Responsiility Of Contractor Safe And Proper Handling Shall E En Sured Y Competent Personnel From Contractor Restoration Of Any Damage To The Equipment Shall E Taken Care Y Or Ack Charged To The C Ontractor G Movement Of Heavy Vehicle Shall Only E Done With Escort From Dewa Security Or Y Approved Escorting Permit Holder Maneu Vering Of Heavy Vehicles At Site Work Location Shall E Safely Done Under The Supervision Of Competent Personnel From Contractor To Prevent Any Damage To Plant Installations H Transportation For Contractor S Staff Material Moilization And Movement
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